Low-temperature　cracking　is　a　primary　failure　mode　of　asphalt　pavement.　The　poker　chip　test　provides　a　straightforward　and　efficient　approach　to　simulating　the　film　state　of　asphalt　binders　in　asphalt　structures.　By　measuring　the　tensile　strength　and　ultimate　tensile　strain　of　the　binder　film,　this　test　can　effectively　evaluate　the　cracking　resistance　and　ductility　of　asphalt　binders.　Accordingly,　this　study　employed　the　poker　chip　test　to　analyze　the　evolutions　of　low-temperature　cracking　resistance　under　various　aging　levels.　To　ensure　the　reliability　of　tensile　strength　and　ultimate　tensile　strain,　a　Pearson　correlation　analysis　was　conducted　between　the　two　indicators　and　the　traditional　low-temperature　performance　evaluation　indicators:　stiffness　modulus,　creep　rate,　and　the　Glover-Rowe　(G-R)　parameter.　The　results　indicate　that　the　tensile　strength　and　ultimate　tensile　strain　of　styrene-butadiene-styrene　(SBS)-modified　asphalt　are　higher　than　those　of　70#　base　asphalt　at　the　same　aging　level.　With　increasing　aging　time,　the　tensile　strength　of　both　SBS-modified　asphalt　and　70#　base　asphalt　increases,　while　the　ultimate　tensile　strain　decreases.　Additionally,　the　tensile　strength　and　ultimate　tensile　strain　are　sensitive　to　changes　in　asphalt　binder　types　and　aging　levels.　They　have　a　good　linear　correlation　with　stiffness　modulus　and　creep　rate,　with　correlation　coefficients　exceeding　0.9.　Due　to　the　distinct　characteristics　represented,　the　correlation　between　the　two　indicators　and　the　G-R　parameter　is　relatively　weaker,　with　correlation　coefficients　exceeding　0.7.　The　findings　of　this　study　demonstrate　that　tensile　strength　and　ultimate　tensile　strain　are　effective　indicators　for　assessing　the　low-temperature　performance　of　asphalt　binders.　They　can　serve　as　substitute　indicators　of　stiffness　modulus　and　creep　rate,　respectively.